Laserfiche WebLink
THIS PAGE REVISED TO FIND LOADING AT OFFSET SHEAR WALLS <br /> Wall Line Level G1oo FOR 52=2.5. NOTE THE LOADS BELOW ARE FOR OVERTURNING <br /> (x) `4' <br /> �,5 REACTIONS FOR USE IN THE DESIGN OF BEAMS SUPPORTING <br /> LATERAL ELEMENTS. <br /> A 2 S-S <br /> Wind Seis <br /> VD(x+1)[lbs] <br /> 25% 25% <br /> VD(x)[lbs] 1254.89 858.426 2.67 9.1 5 2 1677 3121 686 <br /> VT(52=2.5)[lbs] 1254.89 2146.06 2.67 9.1 5 2 1677 3121 686 <br /> L 5.33 5.33 <br /> n 235 402 <br /> 2015 SDPWS SEISMIC MAX 686 <br /> TMAX(x)[lbs] 1677 3121 <br /> B I 2 I S-S <br /> Wind Seis <br /> VD(x+1)[Ibs] <br /> 25% 25% <br /> VD(x)[Ibs] 1254.89 858.426 6.00 9.1 2.5 5 289 856 <br /> VT(0=2.5)[Ibs] 1254.89 2146.06 6.00 9.1 2.5 5 289 856 <br /> L 12.00 12.00 <br /> n 105 179 <br /> 2015 SDPWS SEISMIC MAX <br /> TMAX(x)[lbs] 289 856 <br /> C I 2 I S-S <br /> Wind Seis <br /> VD(x+1)[lbs] <br /> 50% 50% <br /> VD(x)[lbs] 2509.77 1716.85 6.00 9.1 4 5 947 2062 <br /> VT(n=2.5)[Ibs] 2509.77 4292.13 7.00 9.1 4 5 897 2003 <br /> L 13.00 13.00 <br /> n 193 330 <br /> 2015 SDPWS SEISMIC MAX <br /> TMAX(x)[Ibs] 947 2062 <br /> D I 2 I S-S <br /> Wind Seis <br /> VD(x+1)[lbs] <br /> cyo NA NA <br /> VD(x)[ibs] <br /> VT(x)[Ibs] <br /> L <br /> n <br /> 2015 SDPWS SEISMIC MAX <br /> TMAx(x)[Ibs] <br /> Version 7.0 Pago6.1 <br /> I� l o <br />